Summary for Test 2022-08-18-87-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993570 DEA: 051N6304 EFIS: 0521000069 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-20.2/30.0 |
| Award Date | 04/21/2022 |
| Closeout Date | 01/18/2023 |
| Work Description | OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC). |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/18/2022 | Sample Unique Key | 87 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/02/2022 |
| Sample type | Dispute Resolution | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 16 boxes of mix | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | A. Romiza | Last name of sampler or witnessed by | A. Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | 2022-08-18-85 | |
| The fabricator/manufacturer/facility name | A.R. Wilson Quarry Aromas Batch Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2022-08-18-87
DIME Test ID: 2022-08-18-87-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2022-09-14
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 09/14/2022
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 1526.4 grams
Mass of sample in water for Sample 1: 906.4 grams
Mass of oven-dry sample in air for Sample 2: 1607.4 grams
Mass of sample in water for Sample 2: 954.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.462
Specific Gravity for Sample 2: 2.462
Average Specific Gravity: 2.462
Theoretical maximum density at 25°C (77°F): 153.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2022 ✔